1632 FULTON ST 2023-06-22 - Laserfiche WebLink

f CARI�AW MISPACE Po C EAR CRAWL SPACE GENERAL REQUIREMENTS FOUNDATION NOTES FOOTING SCHEDULE REVISIONS MARK HxWxD REINF.BAR (12"MIN UNDER BEAMS) 1.PERMIT REQUIREMENTS:ALL WORK SHOWN ON THESE PLANS 1. REFER TO STANDARD CONSTRUCTION DETAIL SHEETS FOR 12 6x12x12 PROVIDE 6 MIL BLACK VAPOR BARRIER REQUIRES A BUILDING PERMIT. STANDARD CONSTRUCTIN DETAILS.VERIFY ALL DIMENSIONS 01 /13/2022 15 7x15x15 LAP EDGES 12" WITH DESIGNER. 08/03/2022 18 8x18x18 (3}N4 EA.WY. INSULATE FLOOR OVER CRAWL W/MIN R-30 2.INSPECTION REQUIREMENTS:ALL WORK IS SUBJECT TO INSPECTION 2. FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE 20 9x20x20 (3)#4 FA.WY. SUPPORTED AT NOT MORE THAN 24"O.C. BY THE LOCAL BUILDING INSPECTOR.INSPECTION WILL BE REQUIRED STEM WALL/FACE OF STUD OR CENTER OF INDIVIDUAL FOOTING. 08/31 /2022 AFTER ALL FORMING AND PLACEMENT OF REINFORCING,BUT BEFORE 3. PROVIDE FOOTING DRAINS AROUND PERIMETER OF BUILDING. 09 I 01 /2022 24 10x24x24 (3)#4 EA.WY. FOOTING NOTES CONCRETE POURING. - 4. FOOTINGS ARE TO BEAR ON COMPACTED NATIVE SOIL OR 30 12x30x30 (3)ff4 EA.WY. CRAWL SPACE FOOTINGS TO EXTEND STRUCTURAL FILL CAPABLE OF SUPPORTING THE ASSUMED 32 12x3242 (4)4/4 FA.WY. - 8"MIN.BELOW GRADE 3.PLATE WASHERS:1/4"x 3"x 3"SQUARE PLATE WASHERS ARE REQ'D BEARING PRESSURE PER GENERAL NOTES. 36 12x36x36 (4)4t4 EA.WY. EXTERIOR FOOTINGS TO EXTEND 18" ON ALL A.B.'S. 5. PROVIDE#4 CORNER BAR FOR EACH HORIZONTAL BAR. 15C 8x15 CONT. (2)#4 CONTIN. MIN.BELOW FINISHED GRADE LAP 2'-0"MINIMUM. ALL EXTERIOR FOOTINGS TO REMOVE ALL WOOD CONC FORMS 4.ANCHOR BOLTS:SHALL BE PLACED WITHIN 12"OF EACH END OF EACH 6. ALL FASTENERS WITH FIRE-RETARDENT OR PRESSURE-TREATED M EXTEND 18"BLW FIN.GRAD PRIOR TO BACKFILLING PIECE WITH MINIMUM 2 IN EACH PIECE OF PRESSURE TREATED SILL PLATE. WOOD SHALL BE HDG PER ASTM A653(G185)OR IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATION. MIN.UNLESS NOTED CV STRIP ALL WOOD 5.REINFORCING BAR:ASTM A615 GRADE 40 OR GRADE 60. 7. STHD HOEDOWNS ARE DIMENSIONED TO CENTER OF STRAP. FORMS OTHERWISE.PRIO STTRIP BACKFILLING.WOOD FOUNDATION VENT CALCULATIONS HDUMD HOEDOWNS ARE DIMENSIONED TO CENTER OF ANCHOR CO 864 S.F./150=5.8 S.F. NET CLEAR AREA REQ'D BOLT. ��77 0 14"X 7"VENT=.51 SQ. FT.NET CLEAR VENT AREA 8. ALL MATERIAL BY SIMPSON OR EQUAL(EXCEPT J-BOLT AND 7 CV THREADED ROD). CIO 5.8 SF(RECTO AREA) =12 VENTS REQ'D 9. ALL CONNECTORS SHALL BE INSTALLED PER MANUFACTURERS ( 'C CI).51 S.F. (ACTUAL AREA) SPECIFICATIONS \`\J 10.ALL J-BOLTS AND THREADED RODS SHALL BE ASTM F1554 Q CO EXISTING WOOD FRAMED WALL (36 KSI)UNLESS NOTED OTHERWISE , i 12' v ` LLO EXISTING FLOOR JOISTS \\ \ U.1 LO CC M ----- ------ L.--:...- W..., T - T - - T �" V I, PRESSURE TREATED SILL PLATE W/1/2"0 A.B. W LO M) ,','','�''��',',',,��' @ PIECE O.C. 7"HIN 1E2'OF., MW.2 EFCH .... AND WITHIN 12"OF EA END OF EA PIECE � 1- 3"x 3"x1/4"PLATE WASHER 0/ALL A.B.'S r- 1,i O9 R-30 INSULATION �`—1 OJ d MAINTAIN MIN 24"CLEAR CRAWL SPACE - 3 to FppT ` tV W __ __ _p...0__ —_ _ Z - FINISHED GRADE o 2 N WASHEED GRAVEL.CONNECTAF�G GRAIN \ 1 r~ m - - 2 6 MIL BLACK VAPOR BARRIER _ _ _ TO APPROVED DISCHARGE ..J// 0 I- LAP EDGES 12" —1I I—III—III—I1I4I I_z X N 0 vi 11. -I I----lI—IIII—III—III-1 I I 2 g MIN FLUID EQUIVALENT PRESSURE v 30 PCF CO 6 .° =I 1 I—III—I i I- E.tO POLLS REPORT .2 OR PER ENGINEERED 5' 36' FINISHED GRADE "' — 0 36"x 24"CRAWL - -- m // MIN REBAR COVERAGE /r WE SPACE ACCESS REBAR REQUIREMENTS: • tO 3"17 E�R_Q BAR OTTOM ODUTSIDE FTGS REBAR a (2)#4 IN FOOTING 3/4"CLEAR @ INSIDE OF WALL J I r r �! Hsi .--- ^-R�n-"�- -i (1)#4 REBAR AT TOP OF WALL 13"4 6" 13"I AO �� I—I #4 VERT.R/F @ 24'O.C. HOOK#4 VERT.BAR PER REINF STEEL TO BE ASTM R403.1.3.2 IRC 18"x 24"CRAWL A-615 GRADE 40 3"MIN.COVER/R304.1.3.5.3 0 6 MIL BLACK " L'-' LAP EDGES 12"POLY SPACE ACCESSI s VAPOR BARRIER I' Ir-fa TYPICAL FOUNDATION DETAIL luIRa m 1r-al .- ` 1 r-re ivSCALE 1"= 1'-0" �`��T I r-11> ® 1 ra/ ---1 1,b"f 5,-0" r I� 5,-0" r f r 5,$„ r I 119 6 5,3" r 1 5T-6" r I 5'43" jif5co • lt 1 _ N 4 x 8 H.G.#2 BEAM L_J O L_J J L4JOE H.F.#2 BiALL o 7 4x4 POST(TYP) 2 • r O --2 4x6 @ SPLICES 8 �, _J _ EXISTING WOOD FRAMED WALL orm By J.C.HEILMAN U. IJ _ JAN.2022 4 DATE z �r i r->a Ly�� EXISTING FLOOR JOISTS ; BODGE FDN X L i I W �� I ee CLEAR CRAWL s I • "l�`,�,�,�1'_,�`,`,, EXISTING RIM JOIST(FIELD VERIFY) 1 L_J ATTACH TO FOUNDATION USING SIMPSON 0 URFP, SIMPSON FRFP OR EQUIVALENT W L. 1� V I--I I-1 a"'"1 R•30 INSULATION— ' ,( INSTALL PER MANUFS SPECIFICATIONS SIMPSON URFP ' O I„I„'AT 48"O.C. II ; 1• r 36' Z to MAINTAIN MIN 24" tog 4"0 PERFORATED FOOTING DRAIN �/ rL. z CLEAR CRAWL SPACE FINISHED GRADE IN WASHED RAVEL.CONNECT FTG DRAIN Q W CV F oarN LDS eos T> sS�(� 2 _ _ �_ TO APPROVE DISCHARGE Q CI >CO N 6 MIL BLACK VAPOR BARRIER —III=T_=1I1—III=11I z < I‘ p;. RIFY LOCATION OF ALL POINT LOADS,PROVIDE EXISTING WOOD FLOOR LAP EDGES 12" 1 III II III III-111 MIN FLUID EQUIVALENT PRESSURE=30 PCF Z O Z< FOOTING AT EACH POINT LOAD. R-30 GATT INSULATION ° =III—III—III- to tO PER SECT 1609.2 OR PER ENGINEERED ....... m PERMANENTLY SUPPORTED FINISHED GRADE SOILS REPORT O O Z FOUNDATION PLAN \ ATNOTMORETHAN24O.C. REBAR COVERAGE: 3" W REBAR REQUIREMENTS: CLEAR BOTTOM OF FTGS SCALE 1/4'.1'-0" (2)#4 IN FOOTING 1 1/2"C OUTSIDE OF WALL 0 Q ....13/4",CLEAR @INSIDE OF WALL W ' _L I J (1)#4 REBAR AT TOP OF WALL I 3"I 6" 13'I Cl) U CC .#4 VERT.R/F @ 24"O.C. HOOK#4 VERT.BAR PER 2 X SOLID BLOCKING REINF STEEL TO BE ASTM R403.1.3.2 IRC O Q C�7 W NORTI-} _ „ BEAM PER PLAN A-615 GRADE 40 3°MIN.COVER/R304.1.3.5.3 Q_ CC) ` EXISTING F.J. 1 X 4 CLEATS ON EACH SIDE 0 (I) r W POST PER PLAN INSTALLATION DETAILS SIMPSON URFP: CC FASTENERS TO MUDSILL:(5)}"x 3"SIMPSON STRONG-TIE d -6 MIL BLACK STRONG-DRIVE SDS HEAVY-DUTY CONNECTOR SCREWS. MOISTURE BARRIER 1 ANCHORS TO MUDSILL:(2)}"x 4"TITEN HD SCREW ANCHORS SHEET SEE PLAN HOLE DEPTH INTO FOUNDATION:4-1/4" INTERMEDIATE FOOTINGS ALTERNATE FOUNDATION DETAIL 1 SCALE 1/2"=1'-0" FDNDTL10 O SCALE 1"=1'-0"